BidSet_Citywide_Striping_Phase1.pdf

PDF 30 MB Posted Jun 4, 2026

Attached to: Citywide Striping - Phase 1
Solicitation number: 30230810
Issued by: Napa County, California

About this file

Written by GovTribe AI · Jun 26, 2026

This is a bid set document for the City of Napa's Citywide Striping – Phase 1 Project, prepared by registered professional engineer James R. Connaughton. The project encompasses road striping and marking work across three primary corridors: South Jefferson Street (Imola Avenue to South End), El Centro Avenue (Jefferson Street to City Limits), and Thompson Avenue (Browns Valley Road to City Limits). The scope includes installation of thermoplastic striping, bike lane markings with green pavement details, crosswalk installations, road signs, red curb painting, yellow centerline conflict zones, and various regulatory markings in accordance with California MUTCD standards. Estimated quantities include thousands of linear feet of striping across multiple marking types (labeled as details 2, 9A, 22, 27B, 29, 37B, 38, 39, 39A, and 40), with specific quantities ranging from 48 linear feet to over 1,700 linear feet per marking type across the project areas. The bid submission deadline is Wednesday, June 24, 2026, at 3:00 p.m. via electronic submission through the City of Napa's procurement portal at https://procurement.opengov.com/portal/cityofnapa. The contractor must perform a cat-track (pre-striping layout verification) and allow three days for engineer review and approval prior to final striping installation.

The bid set provides detailed engineering specifications and standard details for all striping elements, including bike lane symbols, arrows (Type II, III, and IV), sign mounting on new and existing posts per City Standard Detail S-18A, and various signage designations (R3-17, R3-17BP, W11-2, W16-7P, R7-9A, R4-4, W14-2, W73A, W74, and R30E). All striping and markings must be thermoplastic with a minimum width of 4 inches for local agency standards. No specific pricing information, set-asides, funding sources, or contract term details are provided in this bid set document; the document functions solely as the technical specifications and design plans for bidders to prepare their cost proposals and project execution plans.

View the file

Other files

File	Type	Posted
Citywide_Striping_-_Phase_1.pdf	PDF	Jun 8, 2026
TechnicalSpecifications-CityWideStriping-Phase1.pdf	PDF	Jun 1, 2026
SpecialProvisions-CityWideStriping-Phase1.pdf	PDF	May 29, 2026
Payment_Bond_(For_Information_Only).pdf	PDF	May 29, 2026
Warranty_Bond_(For_Information_Only).pdf	PDF	May 29, 2026
Contract_(For_Information_Only).pdf	PDF	May 29, 2026
Performance_Bond_(For_Information_Only).pdf	PDF	May 29, 2026
IFB_Pricing_Table.xlsx	XLSX spreadsheet	May 29, 2026
Performance_Bond.pdf	PDF	May 29, 2026
Appendix_E_of_the_Title_VI_Assurances.pdf	PDF	May 29, 2026
Payment_Bond.pdf	PDF	May 29, 2026
Bidder's_Questionnaire.pdf	PDF	May 29, 2026
Warranty_Bond_(1).pdf	PDF	May 29, 2026
Contract_(2024-2-13)_(1).docx	DOCX document	May 29, 2026

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C A

W Y

V E

38 ± 75 LF

38 ± 185 LF

25A ± 180 LF

9A ± 760 LF

38 ± 50 LF

9A ± 450 LF

29 ± 220 LF

4" YELLOW HATCH @ 6' OC ± 75 LF

39 ± 335 LF

27B ± 260 LF22 ± 335 LF

27B ± 340 LF

TYPICAL STOP DETAIL

RED CURB ± 25 LF

RED CURB ± 115 LF

RED CURB ± 100 LF

RED CURB ± 120 LF

RED CURB ± 20 LF

RED CURB ± 25 LF

RED CURB ± 80 LF

RED CURB ± 20 LF

RED CURB ± 30 LF

RED CURB ± 60 LF

R3-17

R3-17BP

R3-17

W11-2 W16-7P

R3-17

13.5'

11.0'

13.0'

13.1'

11.0'

13.0'

17.3'

11.0'

17.7'

7.0'

8.0' 6.0'

11.0'

10.0'

11.0'

8.0'

8.0' 11.0'

10.0' 10.0'

11.0' 6.0'

8.0'

6.0' 11.0'

10.0'

11.0'

8.0'

SHEETS:

DWG LOG #

DATE: MAY 28, 2026

A B C D E F G H I J K L

DRAWN BY: JM/LC

CHECKED BY: JC

OF 8 -

CITYWIDE STRIPING - PHASE 1BYDATEDESCRIPTIONNO.

REVISIONS BID SET

5/28/2026

PROFESSI NOO AL ENGINEER

STAT

E O OF FC LI

IRN

C I IV L

C 90017

NAUGHTON

DATE

PLANS PREPARED

UNDER THE DIRECTION OF

JAMES R. CONNAUGHTON , RCE 90017

S 26-008

STRIPING PLAN

2 C 1.0

0' 30' 60'

SCALE: 1" = 30'

SEE C

TIN

TIO

SHEET C

1.1

LEGEND

DB DOUBLE SIDED BLUE REFLECTOR

INSTALL TYPE IV ARROW (8')

TYPE Q OBJECT MARKER AND NOSE

PAINT PER CITY STANDARD S-31

39 - 186 ± LF

CA MUTCD DETAIL NUMBER

ESTIMATED QUANTITY

INSTALL "BIKE LANE

SYMBOL" AND BIKE

LANE ARROW

INSTALL GREEN

PAVEMENT

WHITE

GREEN

DETAIL 39A

4' x 5.5' GREEN

PAVEMENT

DIRECTION OF

TRAFFIC FLOW

WHITE

6' 6'

5' MIN

6' MAX

DETAIL 39A WHEN

NOT AGAINST GUTTER

BASIC CROSSWALK - A24F

'1'

LADDER CROSSWALK - A24F

DIMENSIONS DESCRIPTIONSIGN DESIGNATION

18"X24"R3-17 BIKE LANE

8"X24"R3-17BP ENDS

PEDESTRIAN CROSSINGW11-2 24"X24"

DIAGONAL DOWNWARD ARROWW16-7P 18"X12"

SIGN(S) TO BE MOUNTED ON NEW POST. INSTALL

NEW SIGN POST PER CITY STANDARD DETAIL S-18A

SIGN MOUNTING LEGEND

SIGN(S) TO BE MOUNTED ON EXISTING POST

INSTALL WHITE

"STOP"

LETTERING

2' 8'

INSTALL 1' WIDE

WHITE STOP BAR

INSTALL 1' WHITE

CROSSWALK BAR

TYPICAL STOP DETAIL

STA

LL 50 LF,

4"W

E, YELLO

W C

TERLIN

CONFLICT ZONE DETAIL

BIKE LANE DETAIL

INSTALL TYPE II ARROW (24')

INSTALL TYPE III ARROW (24')

GENERAL NOTES

1. STRIPING ESTIMATED QUANTITIES ARE SHOWN

ONCE PER LINE SEGMENT.

2. ALL STRIPING AND MARKINGS SHALL BE

THERMOPLASTIC AND PLACED PER CURRENT CA

MUTCD STANDARDS. (4" MIN FOR LOCAL

AGENCY)

3. CONTRACTOR SHALL CAT-TRACK. CONTRACTOR

SHALL ALLOW 3 DAYS FOR ENGINEER REVIEW

AND APPROVAL.

4. CAT-TRACK MUST APPROVED BY ENGINEER

PRIOR TO FINAL STRIPING.

SOUTH JEFFERSON STREET

IMOLA AVENUE TO SOUTH END

AutoCAD SHX Text 651- 779

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AutoCAD SHX Text FILE PATH: C:\USERS\LCASTRILLO\CITY OF NAPA\PUBLIC WORKS - ENGINEERING DIVISION - DOCUMENTS\PROJECTS\ACTIVE\XXXXXXX_CITYWIDESTRIPING-PHASE1\300_DESIGN\320_DRAWINGS\WORKING\SOUTHJEFFERSONC:\USERS\LCASTRILLO\CITY OF NAPA\PUBLIC WORKS - ENGINEERING DIVISION - DOCUMENTS\PROJECTS\ACTIVE\XXXXXXX_CITYWIDESTRIPING-PHASE1\300_DESIGN\320_DRAWINGS\WORKING\SOUTHJEFFERSON

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AutoCAD SHX Text CAD FILE: PLANSET_SOUTHJEFFERSON.dwgPLANSET_SOUTHJEFFERSON.dwg.dwg

CHESAPEAKE CT

SOUTH JEFFERSON ST

38 ± 100 LF

39 ± 100 LF38 ± 100 LF

YIELD LINE ± 9 SF

22 ± 516 LF

9A ± 430 LF

37B ± 760 LF

39A ± 108 LF

39 ± 510 LF

27B ± 510 LF

27B ± 425 LF

40 ± 55 LF

40 ± 60 LF

29 ± 695 LF

4" YELLOW HATCH @ 6' OC ± 395 LF27B ± 150 LF

39 ± 312 LF

39A ± 108 LF

39 ± 290 LF

4" WHITE HATCH @ 12' OC ± 48 LF

RED CURB ± 80 LF

RED CURB ± 20 LF

RED CURB ± 100 LF

W73A

W74 W11-2 R3-7(R)

R3-7(R)

R7-9A

W14-2

R7-9A

8.0'

11.0'

10.0' 10.0'

11.0'

6.0'

8.0'

11.0'

10.0' 10.0'

11.0'

6.0' 8.0'

12.0'

6.0' 10.0'

11.0'

11.0' 6.0' 8.0'

6.0'

11.0'

6.0'

8.3'±

12.0' 8.0'

6.0' 11.0'

6.0'± 11.0'

2.0'

11.0'

6.0'

2.0'

25.0'

W11-2

6.0'

YIELD LINE ± 9 SF

SHEETS:

DWG LOG #

DATE: MAY 28, 2026

A B C D E F G H I J K L

DRAWN BY: JM/LC

CHECKED BY: JC

OF 8 -

CITYWIDE STRIPING - PHASE 1BYDATEDESCRIPTIONNO.

REVISIONS BID SET

5/28/2026

PROFESSI NOO AL ENGINEER

STAT

E O OF FC LI

IRN

C I IV L

C 90017

NAUGHTON

DATE

PLANS PREPARED

UNDER THE DIRECTION OF

JAMES R. CONNAUGHTON , RCE 90017

S 26-008

STRIPING PLAN

3 C 1.1

0' 30' 60'

SCALE: 1" = 30'

SEE C

TIN

TIO

SHEET C

2.2

SEE C

TIN

TIO

SHEET C

2.1

LEGEND

DB DOUBLE SIDED BLUE REFLECTOR

INSTALL TYPE IV ARROW (8')

39 - 186 ± LF

CA MUTCD DETAIL NUMBER

ESTIMATED QUANTITY

INSTALL "BIKE LANE

SYMBOL" AND BIKE

LANE ARROW

INSTALL GREEN

PAVEMENT

WHITE

GREEN

DETAIL 39A

4' x 5.5' GREEN

PAVEMENT

DIRECTION OF

TRAFFIC FLOW

WHITE

6' 6'

5' MIN

6' MAX

DETAIL 39A WHEN

NOT AGAINST GUTTER

DIMENSIONS DESCRIPTIONSIGN DESIGNATION

PEDESTRIAN CROSSINGW11-2 24"X24"

NO PARKING BIKE LANER7-9A 12"X18"

RIGHT LANE TURNS RIGHT AHEADW73A 36"X36"

THRU TRAFFIC MERGE LEFTW74 48"X48"

30"X30"R3-7(R) RIGHT LANE MUST TURN RIGHT

30"X30"W14-2 NO OUTLET

SIGN(S) TO BE MOUNTED ON NEW POST. INSTALL

NEW SIGN POST PER CITY STANDARD DETAIL S-18A

SIGN MOUNTING LEGEND

SIGN(S) TO BE MOUNTED ON EXISTING POST

CONFLICT ZONE DETAIL

BIKE LANE DETAIL

GENERAL NOTES

1. STRIPING ESTIMATED QUANTITIES ARE SHOWN

ONCE PER LINE SEGMENT.

2. ALL STRIPING AND MARKINGS SHALL BE

THERMOPLASTIC AND PLACED PER CURRENT CA

MUTCD STANDARDS. (4" MIN FOR LOCAL

AGENCY)

3. CONTRACTOR SHALL CAT-TRACK. CONTRACTOR

SHALL ALLOW 3 DAYS FOR ENGINEER REVIEW

AND APPROVAL.

4. CAT-TRACK MUST APPROVED BY ENGINEER

PRIOR TO FINAL STRIPING.

LADDER CROSSWALK - A24F

YIELD LINE DETAIL

12"

SOUTH JEFFERSON STREET

IMOLA AVENUE TO SOUTH END

AutoCAD SHX Text

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A D

A C

S T

P A

A Y

N A

W Y

SOUTH JEFFERSON ST

38 ± 50 LF

38 ± 95 LF

39A ± 108 LF

22 ± 75 LF

39 ± 500 LF

39 ± 470 LF

4" WHITE HATCH @ 12' OC ± 78 LF

39A ± 395 LF

27B ± 395 LF

4" WHITE HATCH @ 12' OC ± 78 LF

39A ± 395 LF

39 ± 395 LF

4" WHITE HATCH @ 12' OC ± 65 LF

29A ± 850 LF

40 ± 65 LF

40 ± 55 LF

39A ± 108 LF

39A ± 72 LF

22 ± 145 LF

39 ± 70 LF

4" WHITE HATCH @ 12' OC ± 12 LF

RED CURB ± 170 LF

RED CURB ± 120 LF

RED CURB ± 35 LF

R7-9A R7-9A

R7-9A

R7-9A R4-4

R3-17

R7-9A

R3-17 R3-17

8.0'±

11.0'

11.0' 11.0'

2.0'

6.0'

11.5'±

6.0'

13.0'

6.0'11.0'

11.0'

8.0'

6.0'

11.0'

6.0'2.0' 11.0'

11.0' 2.0'

6.0'

8.0'

3.0'

6.0'2.0'

28.5'±

11.0' 2.0'6.0'

8.0' 3.0'6.0' 2.0'

11.0'

20.5'±

11.0' 2.0'

6.0'

8.0' 3.0'

11.0'

20.5'±

11.0'

2.0'6.0'

SHEETS:

DWG LOG #

DATE: MAY 28, 2026

A B C D E F G H I J K L

DRAWN BY: JM/LC

CHECKED BY: JC

OF 8 -

CITYWIDE STRIPING - PHASE 1BYDATEDESCRIPTIONNO.

REVISIONS BID SET

5/28/2026

PROFESSI NOO AL ENGINEER

STAT

E O OF FC LI

IRN

C I IV L

C 90017

NAUGHTON

DATE

PLANS PREPARED

UNDER THE DIRECTION OF

JAMES R. CONNAUGHTON , RCE 90017

S 26-008

STRIPING PLAN

4 C 1.2

0' 30' 60'

SCALE: 1" = 30'

SEE C

TIN

TIO

SHEET C

2.1

LEGEND

DB DOUBLE SIDED BLUE REFLECTOR

INSTALL TYPE IV ARROW (8')

TYPE Q OBJECT MARKER AND NOSE

PAINT PER CITY STANDARD S-31

39 - 186 ± LF

CA MUTCD DETAIL NUMBER

ESTIMATED QUANTITY

GENERAL NOTES

1. STRIPING ESTIMATED QUANTITIES ARE SHOWN

ONCE PER LINE SEGMENT.

2. ALL STRIPING AND MARKINGS SHALL BE

THERMOPLASTIC AND PLACED PER CURRENT CA

MUTCD STANDARDS. (4" MIN FOR LOCAL

AGENCY)

3. CONTRACTOR SHALL CAT-TRACK. CONTRACTOR

SHALL ALLOW 3 DAYS FOR ENGINEER REVIEW

AND APPROVAL.

4. CAT-TRACK MUST APPROVED BY ENGINEER

PRIOR TO FINAL STRIPING. INSTALL "BIKE LANE

SYMBOL" AND BIKE

LANE ARROW

INSTALL GREEN

PAVEMENT

WHITE

GREEN

DETAIL 39A

4' x 5.5' GREEN

PAVEMENT

DIRECTION OF

TRAFFIC FLOW

WHITE

6' 6'

5' MIN

6' MAX

DETAIL 39A WHEN

NOT AGAINST GUTTER

DIMENSIONS DESCRIPTIONSIGN DESIGNATION

18"X24"R3-17 BIKE LANE

NO PARKING BIKE LANER7-9A 12"X18"

BEGIN RIGHT TURN LANE YIELD TO BIKESR4-4 36"X30"

SIGN(S) TO BE MOUNTED ON NEW POST. INSTALL

NEW SIGN POST PER CITY STANDARD DETAIL S-18A

SIGN MOUNTING LEGEND

SIGN(S) TO BE MOUNTED ON EXISTING POST

CONFLICT ZONE DETAIL

BIKE LANE DETAIL

INSTALL TYPE II ARROW (24')

INSTALL TYPE III ARROW (24')

BASIC CROSSWALK - A24F

'1'

SOUTH JEFFERSON STREET

IMOLA AVENUE TO SOUTH END

AutoCAD SHX Text

AutoCAD SHX Text Last Saved by:lcastrillolcastrillo

EL CENTRO AVE

A L

M O

N A

V E

A W

22 ± 48 LF 2 ± 120 LF 22 ± 48 LF 22 ± 48 LF 2 ± 230 LF 22 ± 48 LF 22 ± 48 LF 22 ± 48 LF

N S

20'

20' 20'

R9-20

HEA

THER LN

2 ± 145 LF 22 ± 48 LF 22 ± 200 LF

20' 20'

R9-20

STRIPING PLAN

5 C 2.0

0' 30' 60'

SCALE: 1" = 30'

SEE C

TIN

TIO

BELO

GENERAL NOTES

1. STRIPING ESTIMATED QUANTITIES ARE SHOWN

ONCE PER LINE SEGMENT.

2. ALL STRIPING AND MARKINGS SHALL BE

THERMOPLASTIC AND PLACED PER CURRENT CA

MUTCD STANDARDS. (4" MIN FOR LOCAL

AGENCY)

3. CONTRACTOR SHALL CAT-TRACK. CONTRACTOR

SHALL ALLOW 3 DAYS FOR ENGINEER REVIEW

AND APPROVAL.

4. CAT-TRACK MUST APPROVED BY ENGINEER

PRIOR TO FINAL STRIPING.

SEE C

TIN

TIO

N A

LEGEND

DB DOUBLE SIDED BLUE REFLECTOR

39 - 186 ± LF

CA MUTCD DETAIL NUMBER

ESTIMATED QUANTITY

SIGN LEGEND

DIMENSIONS DESCRIPTIONSIGN DESIGNATION

SIGN MOUNTING LEGEND

SIGN(S) TO BE MOUNTED ON EXISTING POST.

ALLOWED USE

OF FULL LANER9-20 24"X24"

LADDER CROSSWALK - A24F

INSTALL BICYCLE SHARROW 5' FROM

CENTER LINE

BASIC CROSSWALK - A24F

'1'

INSTALL WHITE

"STOP"

LETTERING

2' 8'

INSTALL 1' WIDE

WHITE STOP BAR

INSTALL 1' WHITE

CROSSWALK BAR

TYPICAL STOP DETAIL

STA

LL 50 LF,

4"W

E, YELLO

W C

TERLIN

SHEETS:

DWG LOG #

DATE: MAY 28, 2026

A B C D E F G H I J K L

DRAWN BY: JM/LC

CHECKED BY: JC

OF 8 -

CITYWIDE STRIPING - PHASE 1BYDATEDESCRIPTIONNO.

REVISIONS BID SET

5/28/2026

PROFESSI NOO AL ENGINEER

STAT

E O OF FC LI

IRN

C I IV L

C 90017

NAUGHTON

DATE

PLANS PREPARED

UNDER THE DIRECTION OF

JAMES R. CONNAUGHTON , RCE 90017

S 26-008

EL CENTRO AVENUE

JEFFERSON STREET TO CITY LIMITS

AutoCAD SHX Text

AutoCAD SHX Text FILE PATH: C:\USERS\LCASTRILLO\CITY OF NAPA\PUBLIC WORKS - ENGINEERING DIVISION - DOCUMENTS\PROJECTS\ACTIVE\XXXXXXX_CITYWIDESTRIPING-PHASE1\300_DESIGN\320_DRAWINGS\WORKING\EL CENTROC:\USERS\LCASTRILLO\CITY OF NAPA\PUBLIC WORKS - ENGINEERING DIVISION - DOCUMENTS\PROJECTS\ACTIVE\XXXXXXX_CITYWIDESTRIPING-PHASE1\300_DESIGN\320_DRAWINGS\WORKING\EL CENTRO

AutoCAD SHX Text Last Saved by:lcastrillolcastrillo

CAD FILE: PLANSET_EL CENTRO-CN1NXCL24.dwgPLANSET_EL CENTRO-CN1NXCL24.dwg.dwg

10'

10'1'

1' 10'

10' 1'

THOMPSON AVE

STRIPING PLAN

6 C 3.0

0' 30' 60'

SCALE: 1" = 30'

SEE C

TIN

TIO

SHEET C

1.1

GENERAL NOTES

1. STRIPING ESTIMATED QUANTITIES ARE SHOWN

ONCE PER LINE SEGMENT.

2. ALL STRIPING AND MARKINGS SHALL BE

THERMOPLASTIC AND PLACED PER CURRENT CA

MUTCD STANDARDS. (4" MIN FOR LOCAL

AGENCY)

3. CONTRACTOR SHALL CAT-TRACK. CONTRACTOR

SHALL ALLOW 3 DAYS FOR ENGINEER REVIEW

AND APPROVAL.

4. CAT-TRACK MUST APPROVED BY ENGINEER

PRIOR TO FINAL STRIPING.

LEGEND

INSTALL BICYCLE SHARROW 5' FROM

CENTER LINE

SHEETS:

DWG LOG #

DATE: MAY 28, 2026

A B C D E F G H I J K L

DRAWN BY: JM/LC

CHECKED BY: JC

OF 8 -

CITYWIDE STRIPING - PHASE 1BYDATEDESCRIPTIONNO.

REVISIONS BID SET

5/28/2026

PROFESSI NOO AL ENGINEER

STAT

E O OF FC LI

IRN

C I IV L

C 90017

NAUGHTON

DATE

PLANS PREPARED

UNDER THE DIRECTION OF

JAMES R. CONNAUGHTON , RCE 90017

S 26-008

THOMPSON AVENUE

BROWNS VALLEY ROAD TO CITY LIMITS

AutoCAD SHX Text

AutoCAD SHX Text FILE PATH: C:\USERS\LCASTRILLO\CITY OF NAPA\PUBLIC WORKS - ENGINEERING DIVISION - DOCUMENTS\PROJECTS\ACTIVE\XXXXXXX_CITYWIDESTRIPING-PHASE1\300_DESIGN\320_DRAWINGS\WORKING\THOMPSONC:\USERS\LCASTRILLO\CITY OF NAPA\PUBLIC WORKS - ENGINEERING DIVISION - DOCUMENTS\PROJECTS\ACTIVE\XXXXXXX_CITYWIDESTRIPING-PHASE1\300_DESIGN\320_DRAWINGS\WORKING\THOMPSON

AutoCAD SHX Text Last Saved by:lcastrillolcastrillo

CAD FILE: PLANSET_THOMPSON.dwgPLANSET_THOMPSON.dwg.dwg

V A

W O

O D

L N

10'

10' 4'

10'

10' 2'

1' 10'

10' 1'

1' 10'

10' 1'

1' 10'

10' 1'

THOMPSON AVEDB

27B ± 1733 LF

27B ± 1711 LF

39A ± 108 LF

& GREEN

22 ± 1733 LF

R30E

R3-17

R30E

10' 10'5'

STRIPING PLAN

7 C 3.1

0' 30' 60'

SCALE: 1" = 30'

SEE C

TIN

TIO

SHEET C

1.2

LEGEND

DB DOUBLE SIDED BLUE REFLECTOR

39 - 186 ± LF

CA MUTCD DETAIL NUMBER

ESTIMATED QUANTITY

GENERAL NOTES

1. STRIPING ESTIMATED QUANTITIES ARE SHOWN

ONCE PER LINE SEGMENT.

2. ALL STRIPING AND MARKINGS SHALL BE

THERMOPLASTIC AND PLACED PER CURRENT CA

MUTCD STANDARDS. (4" MIN FOR LOCAL

AGENCY)

3. CONTRACTOR SHALL CAT-TRACK. CONTRACTOR

SHALL ALLOW 3 DAYS FOR ENGINEER REVIEW

AND APPROVAL.

4. CAT-TRACK MUST APPROVED BY ENGINEER

PRIOR TO FINAL STRIPING.

WHITE

GREEN

DETAIL 39A

4' x 5.5' GREEN

PAVEMENT

DIRECTION OF

TRAFFIC FLOW

WHITE

SEE C

TIN

TIO

SHEET C

1.0

SIGN LEGEND

DIMENSIONS DESCRIPTIONSIGN DESIGNATION

SIGN MOUNTING LEGEND

SIGN(S) TO BE MOUNTED ON NEW POST.

INSTALL NEW SIGN POST PER CITY

STANDARD DETAIL S-18A

NO PARKING

BIKE LANER7-9A 12"X18" INSTALL "BIKE LANE

SYMBOL" AND BIKE

LANE ARROW

INSTALL GREEN

PAVEMENT

6' 6'

5' MIN

6' MAX

BIKE LANER3-17 30"X24"

NO PARKING

W/ DOUBLE ARROWR30E 12"X18"

INSTALL BICYCLE SHARROW 5' FROM

CENTER LINE

SHEETS:

DWG LOG #

DATE: MAY 28, 2026

A B C D E F G H I J K L

DRAWN BY: JM/LC

CHECKED BY: JC

OF 8 -

CITYWIDE STRIPING - PHASE 1BYDATEDESCRIPTIONNO.

REVISIONS BID SET

5/28/2026

PROFESSI NOO AL ENGINEER

STAT

E O OF FC LI

IRN

C I IV L

C 90017

NAUGHTON

DATE

PLANS PREPARED

UNDER THE DIRECTION OF

JAMES R. CONNAUGHTON , RCE 90017

S 26-008

THOMPSON AVENUE

BROWNS VALLEY ROAD TO CITY LIMITS

AutoCAD SHX Text

AutoCAD SHX Text FILE PATH: C:\USERS\LCASTRILLO\CITY OF NAPA\PUBLIC WORKS - ENGINEERING DIVISION - DOCUMENTS\PROJECTS\ACTIVE\XXXXXXX_CITYWIDESTRIPING-PHASE1\300_DESIGN\320_DRAWINGS\WORKING\THOMPSONC:\USERS\LCASTRILLO\CITY OF NAPA\PUBLIC WORKS - ENGINEERING DIVISION - DOCUMENTS\PROJECTS\ACTIVE\XXXXXXX_CITYWIDESTRIPING-PHASE1\300_DESIGN\320_DRAWINGS\WORKING\THOMPSON

AutoCAD SHX Text Last Saved by:lcastrillolcastrillo

W N

S V

THOMPSON AVE

THORNHILL DR

10'

22 ± 240 LF

R7-9A

39 ± 446 LF

39 ± 121 LF

39 ± 115 LF

10'

39A ± 108 LF

& GREEN

39A ± 108 LF

& GREEN

22 ± 248 LF

R7-9A

4' ADV BAR ± 27 LF

INSTALL BIKE

LANE SYMBOL

AND ARROW

10'

CROSSWALK ± 44 LF

STRIPING PLAN

8 C 3.2

0' 30' 60'

SCALE: 1" = 30'

SEE C

TIN

TIO

SHEET C

1.1

BASIC CROSSWALK - A24F

'1'

39 - 186 ± LF

CA MUTCD DETAIL NUMBER

ESTIMATED QUANTITY

GENERAL NOTES

1. STRIPING ESTIMATED QUANTITIES ARE SHOWN

ONCE PER LINE SEGMENT.

2. ALL STRIPING AND MARKINGS SHALL BE

THERMOPLASTIC AND PLACED PER CURRENT CA

MUTCD STANDARDS. (4" MIN FOR LOCAL

AGENCY)

3. CONTRACTOR SHALL CAT-TRACK. CONTRACTOR

SHALL ALLOW 3 DAYS FOR ENGINEER REVIEW

AND APPROVAL.

4. CAT-TRACK MUST APPROVED BY ENGINEER

PRIOR TO FINAL STRIPING.

INSTALL "BIKE LANE

SYMBOL" AND BIKE

LANE ARROW

INSTALL GREEN

PAVEMENT

WHITE

GREEN

DETAIL 39A

4' x 5.5' GREEN

PAVEMENT

DIRECTION OF

TRAFFIC FLOW

WHITE

6' 6'

5' MIN

6' MAX

SIGN LEGEND

DIMENSIONS DESCRIPTIONSIGN DESIGNATION

SIGN MOUNTING LEGEND

SIGN(S) TO BE MOUNTED ON NEW POST.

INSTALL NEW SIGN POST PER CITY

STANDARD DETAIL S-18A

NO PARKING

BIKE LANE

R7-9A 12"X18"

INSTALL WHITE "STOP" LETTERING

2' 8'

INSTALL 1' WIDE WHITE STOP BAR

INSTALL 1' WHITE CROSSWALK BAR

STOP APPROACH

STA

LL 100 LF,

4"W

E, YELLO

W C

TERLIN

SHEETS:

DWG LOG #

DATE: MAY 28, 2026

A B C D E F G H I J K L

DRAWN BY: JM/LC

CHECKED BY: JC

OF 8 -

CITYWIDE STRIPING - PHASE 1BYDATEDESCRIPTIONNO.

REVISIONS BID SET

5/28/2026

PROFESSI NOO AL ENGINEER

STAT

E O OF FC LI

IRN

C I IV L

C 90017

NAUGHTON

DATE

PLANS PREPARED

UNDER THE DIRECTION OF

JAMES R. CONNAUGHTON , RCE 90017

S 26-008

THOMPSON AVENUE

BROWNS VALLEY ROAD TO CITY LIMITS

AutoCAD SHX Text

AutoCAD SHX Text FILE PATH: C:\USERS\LCASTRILLO\CITY OF NAPA\PUBLIC WORKS - ENGINEERING DIVISION - DOCUMENTS\PROJECTS\ACTIVE\XXXXXXX_CITYWIDESTRIPING-PHASE1\300_DESIGN\320_DRAWINGS\WORKING\THOMPSONC:\USERS\LCASTRILLO\CITY OF NAPA\PUBLIC WORKS - ENGINEERING DIVISION - DOCUMENTS\PROJECTS\ACTIVE\XXXXXXX_CITYWIDESTRIPING-PHASE1\300_DESIGN\320_DRAWINGS\WORKING\THOMPSON

AutoCAD SHX Text Last Saved by:lcastrillolcastrillo

Sheets and Views

PlanSet_SouthJefferson-SHT-01-G1.0

PlanSet_SouthJefferson-SHT-02-C1.0

PlanSet_SouthJefferson-SHT-03-C1.1

PlanSet_SouthJefferson-SHT-04-C1.2

PlanSet_El Centro-CN1NXCL24-SHT-05-C2.0

PlanSet_Thompson-SHT-06-C3.0

PlanSet_Thompson-SHT-07-C3.1

PlanSet_Thompson-SHT-08-C3.2

File details come from the government source that posted it. Updated Jun 26, 2026.